HomeMy WebLinkAbout20130386 Ver 1_Application_20130412
S TATE OF N ORTH C AROLINA
D EPARTMENT OF T RANSPORTATION
P AT L. M C C RORY A NTHONY J. T ATA
G OVERNOR S ECRETARY
MAILING ADDRESS:
NC D EPARTMENT O F T RANSPORTATION
P ROJECT D EVELOPMENT AND E NVIRONMENTAL A NALYSIS
1548 M AIL S ERVICE C ENTER
R ALEIGH NC 27699 -1548
T ELEPHONE : 919 -707 -6000
FAX: 919 -250 -4224
W EBSITE : WWW .NCDOT .GOV /DOH /PRECONSTRUCT /PE /
LOCATION:
C ENTURY C ENTER , BUILDING A
1000 B IRCH R IDGE D RIVE
R ALEIGH NC 27610
April 12 , 2013
N.C. Dept. of Environment and Natural Resources
Division of Water Quality
1650 Mail Service Center
Raleigh NC, 27699 -1650
ATTN: Ms. Amy Chapman
Dear Madam :
Subject: Application for Neuse Riparian Buffer Authorization and Section 401 Water
Quality Certification for the proposed replacement of Bridge No. 65 over
Appletree Swamp on SR 1 215 in Greene County. Federal Aid Project No. BRZ -
1215 (2 ), TIP No. B -4 755 , Debit $240.00 from WBS Element 28527 .1.1.
The North Carolina Department of Transportation (NCDOT) proposes to replace the 36 -foot ,
with a 70 -foot bridge on the existing alignment. Traffic will follow an offsite detour during
construction. No p ermanent or temporary impacts are proposed to jurisdictional wetlands or
streams as a result of project construction or utility relocation.
Please see enclosed copies of the Pre -Construction Notification (PCN), buffer drawings,
stormwater management plan, and desi gn plans for the above referenced project. The
Categorical Exclusion (CE) was completed in February 2012 . Copies were distributed shortly
thereafter. Additional copies are available upon request.
This project calls for a letting date of October 1 5 , 201 3 and a review date of August 27 , 2013.
The project schedule may be advanced if funding becomes available.
Regulatory Approvals
Neuse Riparian Buffer Authorization : NCDOT requests that the NC Division of Water Quality
review this application and issu e a written approval for a Neuse Riparian Buffer Authorization as
well as the appropriate Water Quality Certification .
1
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP o r GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non -404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
Yes No
For the record only for Corps Permit:
Yes No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts ? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
Yes No
1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below.
Yes No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project: Replac e ment of Bridge No. 6 5 over Appletree Swamp on SR 1 215
2b. County: Greene
2c. Nearest municipality / town: Walstonburg
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state
project no: B -4 755
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if
applicable): not applicable
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699 -1598
3f. Telephone no.: (919) 707 -6 1 40
3g. Fax no.: (919) 2 50 -4224
3h. Email address: jsmerritt @ncdot.gov
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.3 Dec 10 2008
2
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
3
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): not applicable
1b. Site coordinates (in decimal degrees): Latitude: 3 5 .5224 Longitude: - 77 .8008
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 5.8 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Appletree Swamp
2b. Water Quality Classification of nearest receiving water: C ,Sw ; NSW
2c. River basin: Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: Existing conditions at the site include maintained/disturbed roadside shoulder and forested areas . Land use
in the project vicinity is predominantly agriculture with some resident ial properties .
3b. List the total estimated acreage of all existing wetlands on the property: 0.5 1
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 20 1
3d. Explain the purpose of the proposed project: To replace a structurally deficient and funct ionally obsolete bridge
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a 36 -foot bridge with a 70 -foo t bridge on the existing a lignmen t. T raffic wi ll follow an offsite
detour during construction . Standard road building equipment, such as trucks, dozers, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: JD request was submitted on August 9, 2011.
Yes No Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Lance P. Fontaine
Agency/Consultant Company: NCDOT
O ther:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
July 19, 2011
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
4
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams - tributaries Buff ers
Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number –
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
(if known)
2d.
Forested
2e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non -404, other)
2f.
Area of impact
(acres)
Site 1 P T Yes
No
Corps
DWQ
Site 1 P T Yes
No
Corps
DWQ
Site 2 P T Yes
No
Corps
DWQ
Site 2 P T Yes
No
Corps
DWQ
Site 3 P T Yes
No
Corps
DWQ
Site 4 P T Yes
No
Corps
DWQ
2g . Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number -
Permanent (P) or
Temporary (T)
3b.
Type of impac t
3c.
Stream name
3d.
Perennial
(PER) or
intermittent
(INT)?
3e.
Type of
jurisdiction
(Corps - 404, 10
DWQ – non -404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact length
(linear feet)
S ite 1 P T PER
INT
Corps
DWQ
S ite 1 P T PER
INT
Corps
DWQ
S ite 2 P T PER
INT
Corps
DWQ
S ite 3 P T PER
INT
Corps
DWQ
3h. Total stream and tributary impacts
3i. Comments:
5
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number –
Permanent (P) or
Temporary (T)
4b.
Name of
waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
O1 P T
O 1 P T
O 2 P T
O 3 P T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded Filled Excavat
ed Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer
impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a .
Project is in which protected basin?
Neuse Tar-Pamlico Other:
Catawba Randleman
6b.
Buffer impact
number –
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1 impact
(square feet)
6g.
Zone 2 impact
(square feet)
B1 P T Bridge Appletree
Swamp
Yes
No 492 910
B2 P T Yes
No
B3 P T Yes
No
6h. Total buffer impacts 492 910
6i. Comments:
7
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed B ridge N o. 6 5 is 34 feet longer than the existing bridge and will be at a slightly hig h er grade as the existing
structure; t here will no fill and no excavation in jurisdictional areas. D eck drains have been eliminated and there will be
no direct discharge into surface water . The r emoval of existing road fill for longer bridge and i ncreas ing bridge opening s
will improve hydrological conveyance and wildlife passage, and reduce bridge opening velocities .
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction will be top -down. Design Standards in Sensitive Watersheds and Best Management Practices for Bridge
Demolition and Removal will be implemented.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
Yes No
If no, explain: Due to the lack of impacts compensatory
mitigation is not proposed.
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in -lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached. Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: warm cool cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non -riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
8
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an ap proved in -lieu fee fund).
6h. Comments:
9
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
Yes No
1b. If yes, then is a diffuse flow plan included? If no t , explain why.
Comments: See attached permit drawings. Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings and stormwater management plan .
2e. Who will be responsible for the review of the Stormwater Management Plan?
Certifi ed Local Government
DWQ Stormwater Program
DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project? not applicable
3b. Which of the following locally -implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state -implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006 -246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A
5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A
10
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the project require preparation of an
environmental document pursuan t to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
Yes No
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after -the -fact permit application? Yes No
2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violat ion(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality?
Yes
No
3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.
Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirec t or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable
4
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2 . T H I S P R O J E C T I S N O T L O C A T E D W I T H I N A N Y M U N I C I P A L B O U N D A R I E S .
1 . C L E A R I N G O N T H I S P R O J E C T S H A L L B E P E R F O R M E D T O T H E L I M I T S E S T A B L I S H E D B Y M E T H O D I I .
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P r o p o s e d S l o p e S t a k e s F i l l
E x i s t i n g M e t a l G u a r d r a i l
E x i s t i n g C a b l e G u i d e r a i l
P r o p o s e d G u a r d r a i l
E q u a l i t y S y m b o l
P a v e m e n t R e m o v a l
B a s e l i n e C o n t r o l P o i n t
R I G H T O F W A Y :
E x i s t i n g R i g h t o f W a y M a r k e r
E x i s t i n g R i g h t o f W a y L i n e
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E x i s t i n g C o n t r o l o f A c c e s s
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P r o p o s e d T e m p o r a r y C o n s t r u c t i o n E a s e m e n t
P r o p o s e d T e m p o r a r y D r a i n a g e E a s e m e n t
P r o p o s e d P e r m a n e n t D r a i n a g e E a s e m e n t
P r o p o s e d P e r m a n e n t U t i l i t y E a s e m e n t
H Y D R O L O G Y :
S t r e a m o r B o d y o f W a t e r
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M A J O R :
B r i d g e , T u n n e l o r B o x C u l v e r t
B r i d g e W i n g W a l l , H e a d W a l l a n d E n d W a l l
M I N O R :
H e a d a n d E n d W a l l
P i p e C u l v e r t
F o o t b r i d g e
P a v e d D i t c h G u t t e r
U T I L I T I E S :
R O A D S A N D R E L A T E D F E A T U R E S :
E x i s t i n g P o w e r P o l e
P r o p o s e d P o w e r P o l e
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U /G P o w e r C a b l e H a n d H o l e
P o w e r M a n h o l e
P o w e r L i n e T o w e r
P o w e r T r a n s f o r m e r
E x i s t i n g J o i n t U s e P o l e
P r o p o s e d J o i n t U s e P o l e
E x i s t i n g T e l e p h o n e P o l e
P r o p o s e d T e l e p h o n e P o l e
T e l e p h o n e M a n h o l e
T e l e p h o n e B o o t h
T e l e p h o n e P e d e s t a l
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P O W E R :
T E L E P H O N E :
T e l e p h o n e C e l l T o w e r
R e c o r d e d U /G P o w e r L i n e
R e c o r d e d U /G T e l e p h o n e C a b l e
D e s i g n a t e d U /G T e l e p h o n e C a b l e (S .U .E .*)
R e c o r d e d U /G T e l e p h o n e C o n d u i t
D e s i g n a t e d U /G T e l e p h o n e C o n d u i t (S .U .E .*)
R e c o r d e d U /G F i b e r O p t i c s C a b l e
W A T E R :
W a t e r M a n h o l e
W a t e r M e t e r
W a t e r V a l v e
W a t e r H y d r a n t
R e c o r d e d U /G W a t e r L i n e
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T V S a t e l l i t e D i s h
T V P e d e s t a l
T V T o w e r
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R e c o r d e d U /G T V C a b l e
R e c o r d e d U /G F i b e r O p t i c C a b l e
D e s i g n a t e d U /G F i b e r O p t i c C a b l e (S .U .E .*)
r
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G a s M e t e r
R e c o r d e d U /G G a s L i n e
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S a n i t a r y S e w e r M a n h o l e
S a n i t a r y S e w e r C l e a n o u t
U /G S a n i t a r y S e w e r L i n e
R e c o r d e d S S F o r c e d M a i n L i n e
D e s i g n a t e d S S F o r c e d M a i n L i n e (S .U .E .*)
d
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A /G W a t e r
A b o v e G r o u n d G a s L i n e
A /G G a s
A b o v e G r o u n d W a t e r L i n e
A b o v e G r o u n d S a n i t a r y S e w e r A /G S a n i t a r y S e w e r
M I S C E L L A N E O U S :
U t i l i t y P o l e O
F
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U t i l i t y P o l e w i t h B a s e
U t i l i t y L o c a t e d O b j e c t
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U t i l i t y U n k n o w n U /G L i n e
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D r a i n a g e B o x : C a t c h B a s i n , D I o r J B
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S t o r m S e w e r M a n h o l e m
U /G T a n k ; W a t e r , G a s , O i l
A /G T a n k ; W a t e r , G a s , O i l
B O U N D A R I E S A N D P R O P E R T Y :
S t a t e L i n e
C o u n t y L i n e
T o w n s h i p L i n e
C i t y L i n e
R e s e r v a t i o n L i n e
P r o p e r t y L i n e
E x i s t i n g I r o n P i n
P r o p e r t y C o r n e r
P r o p e r t y M o n u m e n t
E x i s t i n g F e n c e L i n e
P r o p o s e d W o v e n W i r e F e n c e
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P r o p o s e d B a r b e d W i r e F e n c e
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E x i s t i n g W e t l a n d B o u n d a r y
P r o p o s e d W e t l a n d B o u n d a r y
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E x i s t i n g E n d a n g e r e d P l a n t B o u n d a r y
B U I L D I N G S A N D O T H E R C U L T U R E :
A r e a O u t l i n e
G a s P u m p V e n t o r U /G T a n k C a p
C h u r c h
S c h o o l
D a m
S i g n
S m a l l M i n e
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S i n g l e S h r u b
H e d g e
W o o d s L i n e
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S t a n d a r d G a u g e
R R S i g n a l M i l e p o s t
S w i t c h
R R A b a n d o n e d
R R D i s m a n t l e d
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D e s i g n a t e d U /G F i b e r O p t i c s C a b l e (S .U .E .*)
D e s i g n a t e d U /G W a t e r L i n e (S .U .E .*)
D e s i g n a t e d U /G T V C a b l e (S .U .E .*)
D e s i g n a t e d U /G G a s L i n e (S .U .E .*)
U /G T e s t H o l e (S .U .E .*)
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N o t e : N o t t o S c a l e
S H E E T N O .P R O J E C T R E F E R E N C E N O .
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A b a n d o n e d A c c o r d i n g t o U t i l i t y R e c o r d s
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B u f f e r Z o n e 2
B Z 1
B Z 2
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P r o p o s e d P e r m a n e n t E a s e m e n t w i t h
I r o n P i n a n d C a p M a r k e r
P r o p o s e d T e m p o r a r y U t i l i t y E a s e m e n t T U E
I r o n P i n a n d C a p M a r k e r
P r o p o s e d R i g h t o f W a y L i n e w i t h
D U E P r o p o s e d P e r m a n e n t D r a i n a g e / U t i l i t y E a s e m e n t
A U E P r o p o s e d A e r i a l U t i l i t y E a s e m e n t
C R P r o p o s e d C u r b R a m p
S T A T E O F N O R T H C A R O L I N A
D I V I S I O N O F H I G H W A Y S
C O N V E N T I O N A L P L A N S H E E T S Y M B O L S
U n d e r g r o u n d S t o r a g e T a n k , A p p r o x . L o c .
G e o e n v i r o n m e n t a l B o r i n g
U S T
K n o w n S o i l C o n t a m i n a t i o n : A r e a o r S i t e
P o t e n t i a l S o i l C o n t a m i n a t i o n : A r e a o r S i t e
C o n c r e t e o r G r a n i t e R /W M a r k e r
P r o p o s e d R i g h t o f W a y L i n e w i t h
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A
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L O C A L I Z E D P R O J E C T C O O R D I N A T E S
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L O C A L I Z E D P R O J E C T C O O R D I N A T E S
B M 1
B L -1
B L -2
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B Y T H E N C D O T L O C A T I O N A N D S U R V E Y S U N I T .
P R O J E C T C O N T R O L E S T A B L I S H E D U S I N G G L O B A L P O S I T I O N I N G S Y S T E M .
N O T E S :
1 . T H E C O N T R O L D A T A F O R T H I S P R O J E C T C A N B E F O U N D E L E C T R O N I C A L L Y B Y S E L E C T I N G
P R O J E C T C O N T R O L D A T A A T :
T H E F I L E S T O B E F O U N D A R E A S F O L L O W S :
S I T E C A L I B R A T I O N I N F O R M A T I O N H A S N O T B E E N P R O V I D E D F O R T H I S P R O J E C T . I F F U R T H E R
I N F O R M A T I O N I S N E E D E D , P L E A S E C O N T A C T T H E L O C A T I O N A N D S U R V E Y S U N I T .
N E T W O R K E S T A B L I S H E D F R O M N G S O N L I N E P O S I T I O N I N G S E R V I C E (O P U S )
H T T P ://W W W .N C D O T .O R G /D O H /P R E C O N S T R U C T /H I G H W A Y /L O C A T I O N /P R O J E C T /
D A T U M D E S C R I P T I O N
T H E L O C A L I Z E D C O O R D I N A T E S Y S T E M D E V E L O P E D F O R T H I S P R O J E C T
I S B A S E D O N T H E S T A T E P L A N E C O O R D I N A T E S E S T A B L I S H E D B Y
N C D O T F O R M O N U M E N T "B 4 7 5 5 G P S -1 "
W I T H N A D 8 3 /9 5 S T A T E P L A N E G R I D C O O R D I N A T E S O F
N O R T H I N G : 6 4 7 7 3 5 .9 7 2 0 (f t ) E A S T I N G : 2 3 5 8 0 4 9 .9 1 6 0 (f t )
E L E V A T I O N : 1 0 6 .6 9 (f t )
T H E A V E R A G E C O M B I N E D G R I D F A C T O R U S E D O N T H I S P R O J E C T
(G R O U N D T O G R I D ) I S : 0 .9 9 9 8 8 4 2 6
T H E N .C . L A M B E R T G R I D B E A R I N G A N D
L O C A L I Z E D H O R I Z O N T A L G R O U N D D I S T A N C E F R O M
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S 6 8 4 1 ’3 3 .7 " W 1 4 5 7 .6 1 (f t )
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N O T E : D R A W I N G N O T T O S C A L E
S U R V E Y C O N T R O L S H E E T B -4 7 5 5
1 -C B -4 7 5 5
3 B L -3 6 4 7 3 8 4 .1 0 9 0 2 3 5 7 3 1 4 .0 1 9 0 8 3 .1 0 2 2 +7 1 .7 4 1 2 .8 4 L T
2 B L -2 6 4 7 2 6 0 .8 7 7 0 2 3 5 6 8 3 2 .5 0 1 0 7 2 .9 1 1 7 +7 4 .9 8 1 5 .4 6 L T
1 B L -1 6 4 7 1 4 0 .4 0 6 0 2 3 5 6 3 9 9 .7 3 1 0 8 8 .0 3 1 3 +3 0 .2 4 2 9 .0 7 L T
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
P O I N T D E S C . N O R T H E A S T E L E V A T I O N L S T A T I O N O F F S E T
B L
B 4 7 5 5 _L S _C O N T R O L .T X T
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S I D E O F C R E E K A N D S O U T H O F R O A D
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L S T A T I O N 1 7 +3 8 .0 0 1 2 3 R I G H T
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****************************************
N
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1 3 ’-1 1 "1 3 ’-1 1 "
2 7 ’-1 0 "
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1 S P A N , 2 4 " C O R E D S L A B
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A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O
T H A N 5 " I N D E P T H .
B E P L A C E D I N L A Y E R S N O T L E S S T H A N 3 " I N D E P T H O R G R E A T E R
A T A N A V E R A G E R A T E O F 1 1 0 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O
B E P L A C E D I N L A Y E R S N O T T O E X C E E D 1 " I N D E P T H .
E A R T H M A T E R I A L .
E X I S T I N G P A V E M E N T .
C 1 A T A N A V E R A G E R A T E O F 1 3 7 .5 L B S . P E R S Q . Y D .
P R O P . A P P R O X . 1 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S F 9 .5 A ,
A V E R A G E R A T E O F 1 3 7 .5 L B S . P E R S Q . Y D . T O B E P L A C E D I N T W O L A Y E R S
P R O P . A P P R O X . 2 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S F 9 .5 A , A T A N
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P R O P . V A R . D E P T H A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 .0 B ,
P R O P . V A R . D E P T H A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S F 9 .5 A ,
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D O N O T U S E F O R C O N S T R U C T I O N
P R E L I M I N A R Y P L A N S
F O R S T R U C T U R E P L A N S , S E E S H E E T S 1 -
F O R -L - P R O F I L E , S E E S H E E T 5
-L - S T A 1 6 +2 5 .0 0
B E G I N T I P P R O J E C T B -4 7 5 5
-L - S T A 1 8 +7 5 .0 0
E N D T I P P R O J E C T B -4 7 5 5
-L - S T A 1 7 +1 1 .3 8
B E G I N B R I D G E
S K E T C H O F B R I D G E I N R E L A T I O N S H I P T O P A V E M E N T
S C A L E : 1 " = 4 0 ’
-L -
-L - S T A 1 7 +8 3 .6 3
E N D B R I D G E
-L - S T A 1 7 +0 0 .3 8
B E G I N A P P R O A C H S L A B -L - S T A 1 7 +9 4 .6 3
E N D A P P R O A C H S L A B
5 S Y F F
1 T O N
5 S Y F F
1 T O N
P A V E D S H O U L D E R
0
2
0
2
2
0
’
2
0
’
T Y P E I I I T Y P E I I I
2
7
’
-
1
0
"
T Y P E I I I T Y P E I I I
1
0
’
1
0
’
3
’
-
1
1
"
3
’
-
1
1
"
B E A V E R D A M
T R E E S I N W A T E R
B E A V E R D A M
T R E E S I N W A T E R
T R E E S I N W A T E R
T R E E S I N W A T E R
S C R U B S C R U B
S C R U B
S C R U B
S C R U B
S C R U B
S C R U B
W O O D S
W O O D S
W O O D S
C U L T I V A T E D F I E L D
A
P
P
L
E
T
R
E
E
S
W
A
M
P
T
S R 1 2 1 5 A P P L E T R E E R O A D
1 8 ’ B S T
6
0
.
0
0
’
E X I S T I N G R /W
E X I S T I N G R /W
E X I S T I N G R /W
E X I S T I N G R /W
N E L S O N M A D R I G A L S A N C H E Z
D B 6 0 2 P G 1 3 6
M B 2 4 P G 4 7
C A R L M U R P H Y
D B 3 6 7 P G 4 0 3
D B 2 3 9 P G 5 9 4
I N E Z W . S H I N G L E T O N
W . E . U Z Z E L L , I I I
W B 0 5 P G E -7 6 4
D B 1 1 8 P G 5 7 8
D B 5 3 P G 2 6 6
3 0 0 .0 0 ’
S R 1 2 1 5 A P P L E T R E E R O A D
1 8 ’ B S T
8 0 9 .3 5 ’
6
0
.
0
0
’
B
A
N
K
O
F
A
P
P
L
E
T
R
E
E
S
W
A
M
P
P
R
O
P
E
R
T
Y
L
I N
E
M
A
R
K
E
D
A
L
O
N
G
W
E
S
T
P
R
O
P
E
R
T
Y
L
I
N
E
A
L
O
N
G
A
P
P
L
E
T
R
E
E
S
W
A
M
P
P O N D
S W A M P
S W A M P
S W A M P
S W A M P
T R E E S I N W A T E R
T R E E S I N W A T E R
1 8 ’ B S T
1 6 4 .1 8 ’+0 9 .4 1
1
5
2
0
P
T
S
t
a
.
1
4
+
8
9
.
5
7
P I S t a 1 3 +5 5 .9 9
D
L = 2 6 9 .4 5 ’
T = 1 3 5 .8 7 ’
R = 8 5 0 .0 0 ’
P I S t a 1 9 +8 6 .6 8
D
L = 1 6 4 .8 5 ’
T = 8 2 .4 3 ’
R = 8 ,0 9 2 .0 0 ’
-L -
P
C
S
t
a
.
1
9
+
0
4
.
2
5
P
T
S
t
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. 2
0
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6
9
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0
2
0
2
0
1
0
3
0
0
0
4
I N C .
2 7 ’+
2
1
.
0
0
R T /L T
5 0 ’ T A P E R
E
X
I
S
T
.
2
0
’
R T /L T
5 0 ’ T A P E R
2
0
’
P
C
S t
a .
1
2
+
2
0 .
1
2
E
X
I
S
T
.
T Y P E I I I T Y P E I I I
T Y P E I I I
T Y P E I I I
0
2
0
2
3 5 0
G R A U
3 5 0
G R A U
3 5 0
G R A U
3 5 0
G R A U
-L - S T A 1 7 +0 0 .3 8
B E G I N A P P R O A C H S L A B
-L - S T A 1 7 +1 1 .3 8
B E G I N B R I D G E
-L - S T A 1 7 +8 3 .6 3
E N D B R I D G E
-L - S T A 1 7 +9 4 .6 3
E N D A P P R O A C H S L A B
2
7
’
-
1
0
"
E X .R /W
4 0 ’
+7 8 .0 0
E X .R /W
4 0 ’
+9 8 .0 0
E X .R /W
4 0 ’
+7 8 .0 0
E X .R /W
4 0 ’
+9 8 .0 0
-B L - 2
B M #1 1
2
3
-B L - 1
-B L - 3
0 4 1 1
0 4 1 0
0 4 1 2
0 4 1 3
1
5
"
1
5
"
C L ’B ’
R I P R A P
C L ’B ’
R I P R A P
T .B . 2 G I
T .B . 2 G I
R T . & L T
B E G I N S B G 1 6 +8 8
R T . & L T
E N D S B G 1 7 +0 0 .3 8
F
F
F
F
F
F
F
F
N
A
D
8
3
/9
5
0
1 0
2 0
3 0
4 0
5 0
6 0
7 0
8 0
9 0
1 0 0
-L -
D O N O T U S E F O R C O N S T R U C T I O N
P R E L I M I N A R Y P L A N S
5
/
1
4
/
9
9
S H E E T N O .P R O J E C T R E F E R E N C E N O .
H Y D R A U L I C S R O A D W A Y D E S I G N
E N G I N E E R E N G I N E E R
5 B -4 7 5 5
2
4
-
J
U
L
-
2
0
1
2
1
6
:
0
5
R
:
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R
o
a
d
w
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r
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4
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5
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1 0 0
9 0
8 0
7 0
6 0
5 0
4 0
3 0
2 0
1 0
0
2 3 +0 0 2 2 +0 0 2 1 +0 0 2 0 +0 0 1 9 +0 0 1 8 +0 0 1 7 +0 0 1 6 +0 0 1 5 +0 0 1 4 +0 0 1 3 +0 0 1 2 +0 0 1 1 +0 0 1 0 +0 0
E L E V . = 7 2 .1 4
S I D E O F C R E E K A N D S O U T H O F R O A D
R R S P I K E S E T I N B A S E O F 1 5 " G U M O N W E S T
B M #1
F O R -L - A L I G N M E N T , S E E S H E E T 4
E
L
E
V
.
=
7
3
.
3
3
-
L
-
S
T
A
1
6
+
2
5
.
0
0
0
B
E
G
I
N
G
R
A
D
E
P I = 1 7 +2 5 .0 0
E L = 7 4 .1 8 ’
(+)0 .8 5 0 0 %(-)0 .3 0 0 0 %
V C = 2 0 0 ’
K = 1 7 4
E
L
E
V
.
=
7
3
.
7
3
-
L
-
S
T
A
1
8
+
7
5
.
0
0
E
N
D
G
R
A
D
E
D E S I G N D I S C H A R G E
D E S I G N F R E Q U E N C Y
B A S E D I S C H A R G E
C F S
Y R S
Y R S
B A S E F R E Q U E N C Y
O V E R T O P P I N G E L E V A T I O N
O V E R T O P P I N G F R E Q U E N C Y
O V E R T O P P I N G D I S C H A R G E C F S
C F S
Y R S
F T
F T
F T
D E S I G N H W E L E V A T I O N
B A S E H W E L E V A T I O N
B R I D G E H Y D R A U L I C D A T A
D A T E O F S U R V E Y
W .S . E L E V A T I O N
A T D A T E O F S U R V E Y F T
= 1 0 9 9
= 2 5
= 7 3 .6
= 1 6 5 0
= 1 0 0
= 7 4 .5
= 9 7 0
= 1 0 +
= 7 3 .0
= 0 1 /0 2 /0 4
= 7 5 .3
1 .
5 :
1 1 .5
:1
(S T R U C T U R E P A Y I T E M )
C L A S S ’I I ’ R I P R A P
E X C A V A T I O N
S T R U C T U R E
(S T R U C T U R E P A Y I T E M )
C L A S S ’I I ’ R I P R A P
-
L
-
S
T
A
1
7
+
1
1
.
3
8
B
E
G
I
N
B
R
I
D
G
E
-
L
-
S
T
A
1
7
+
8
3
.
6
3
E
N
D
B
R
I
D
G
E
0 0
0 0
1 0 1 0
1 0 1 0
2 0 2 0
2 0 2 0
3 0 3 0
3 0 3 0
4 0 4 0
4 0 4 0
5 0 5 0
5 0 5 0
6 0 6 0
6 0 6 0
7 0 7 0
7 0 7 0
8 0 8 0
8 0 8 0
9 0 9 0
9 0 9 0
1 0 0 1 0 0
1 0 0 1 0 0
1 1 0 1 1 0
1 1 0 1 1 0
1 2 0 1 2 0
1 2 0 1 2 0
1 3 0 1 3 0
1 3 0 1 3 0
1 4 0 1 4 0
1 4 0 1 4 0
1 5 0 1 5 0
1 5 0 1 5 0
2
4
-
J
U
L
-
2
0
1
2
1
6
:
0
5
R
:
\
R
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a
d
w
a
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X
S
C
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B
4
7
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d
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x
p
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L
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d
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n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
2
3
/
9
9
P R O J . R E F E R E N C E N O .S H E E T N O .0
8 0 8 0
7 0 7 0 1 5 +5 0 .0 0
7 0 7 0
8 0 8 0
1 5 +7 5 .0 0
7 0 7 0
8 0 8 0
1 6 +0 0 .0 0
7 0 7 0
8 0 8 0
1 6 +2 5 .0 0
7 0 7 0
8 0 8 0
1 6 +5 0 .0 0
7 0 7 0
8 0 8 0
1 6 +7 5 .0 0
7 0 7 0
8 0 8 0
1 7 +0 0 .0 0
7 0 7 0
8 0 8 0
1 7 +2 5 .0 0
6 0 6 0
7 0 7 0
8 0 8 0
1 7 +5 0 .0 0
X -1 B -4 7 5 5
-L -
5 1 0
-L - S T A 1 6 +2 5 .0 0
B E G I N T I P P R O J E C T B -4 7 5 5
D O N O T U S E F O R C O N S T R U C T I O N
P R E L I M I N A R Y P L A N S
-L - S T A 1 7 +1 1 .3 8
B E G I N B R D I G E
E X C A V A T I O N
S T R U C T U R E
7 3 .0 6
7 3 .0 1
7 3 .0 5
7 3 .1 9
0 .0 2 0 0 .0 2 0
7 3 .3 0
0 .0 2 0 0 .0 2 0 5 :1 5
:1
7 3 .3 8
0 .0 2 0 0 .0 2 0 5 :1 5
:1
7 3 .5 8
0 .0 2 0 0 .0 2 0 3
:1 3 :1
7 3 .8 5
0 .0 2 0 0 .0 2 0
6 2 .0 8
0 .0 2 0 0 .0 2 0
0 0
0 0
1 0 1 0
1 0 1 0
2 0 2 0
2 0 2 0
3 0 3 0
3 0 3 0
4 0 4 0
4 0 4 0
5 0 5 0
5 0 5 0
6 0 6 0
6 0 6 0
7 0 7 0
7 0 7 0
8 0 8 0
8 0 8 0
9 0 9 0
9 0 9 0
1 0 0 1 0 0
1 0 0 1 0 0
1 1 0 1 1 0
1 1 0 1 1 0
1 2 0 1 2 0
1 2 0 1 2 0
1 3 0 1 3 0
1 3 0 1 3 0
1 4 0 1 4 0
1 4 0 1 4 0
1 5 0 1 5 0
1 5 0 1 5 0
2
4
-
J
U
L
-
2
0
1
2
1
6
:
0
5
R
:
\
R
o
a
d
w
a
y
\
X
S
C
\
B
4
7
5
5
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R
d
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_
x
p
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L
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
2
3
/
9
9
P R O J . R E F E R E N C E N O .S H E E T N O .0
7 0 7 0
8 0 8 0
6 0 6 0
1 7 +7 5 .0 0
7 0 7 0
8 0 8 0
1 8 +0 0 .0 0
7 0 7 0
8 0 8 0
1 8 +2 5 .0 0
7 0 7 0
8 0 8 0
6 0 6 0 1 8 +5 0 .0 0
7 0 7 0
8 0 8 0
1 8 +7 5 .0 0
7 0 7 0
8 0 8 0
1 9 +0 0 .0 0
7 0 7 0
8 0
1 9 +2 5 .0 0
7 0 7 0
8 0 8 0
6 0
1 9 +5 0 .0 0
X -2 B -4 7 5 5
-L -
5 1 0
-L - S T A 1 8 +7 5 .0 0
E N D T I P P R O J E C T B -4 7 5 5
-L - S T A 1 7 +8 3 .6 3
E N D B R I D G E
E X C A V A T I O N
S T R U C T U R E
7 3 .8 7
0 .0 2 0 0 .0 2 0
7 3 .6 9
0 .0 2 0 0 .0 2 0
3
:1
3 :1
7 3 .5 5
0 .0 1 9 0 .0 2 1
3
:1
3 :1
7 3 .4 5
0 .0 0 9 0 .0 3 1 3 :1 3
:1
7 3 .6 2
0 .0 0 0 0 .0 4 0 3
:1
7 3 .7 8
7 3 .9 1
7 4 .1 1